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HomeMy WebLinkAboutSDP202000021 Application Letter of Revision 1 2022-03-22Application for Letter of Revision 0 Letter of Revision - $118.86 + $4.75 Technology Fee = $123.61 This application may require additional review by the Fire Marshal. Fees in addition to those shown on this application may be required as required by the Fire Prevention Code Fee Schedule. A copy of the schedule is available from the Fire Marshal. Final Site Plan Name and Number: W4 Development; SP# SDP202000021 Contact (who should we contact about this project) Robert Gifford Street Address 3450 Acworth Due West Road City. Kennesaw State GA. Phone Number 770-917-9172 x110 Owner of Record WCWV, LLC Street Address P.O. 42 30144 rgifford@mrpdesign.com GA. Zio V..d. 30622 Phone Number 404-219-8331 Email Justin@alwwm.com Robert Gifford Street Address 3450 acworth Due West Road kennesaw c*.*. GA. 7:.. r..d. 30144 Phone Number 770-917-9172 x110 Email rgifford@mrpdesign.com ❑ The appropriate fee, ® The site plan number that the change applies to, 0 A request letter describing the proposed changes from the owner or authorized agent, 0 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved final site plan, or on an I I' IT' copy of that portion of the approved final site plan Owner/Applicant Must Read and Sign I hereby certify that the information provided on this application and accompanying information is accurate, true and correct to the best of my knowledge and belief. Signature of Owner, Agent Robert Gifford Print Name FOR OFFICE USE ONLY LOR # Fee Amount $ Date Paid By who? 03/21 /2002 Date 770-917-9172 x110 Daytime phone number of Signatory Receipt # Ck# By: County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 REVISED 7/1/2021 (Fee Update) Page 1 of 1 Letter of Revision for W4 Carwash 2100 Rio Hill Center Charlottesville, VA. 22901 Sheet A001— updated Life Safety Plan A101— Removed office walls and ceiling, now called Indoor Vac Space. Removed overhead doors and walls for Matt Wash & Vending. Removed doors in Hall. Flipped swing of Door from tunnel to Electrical and Equipment Room. Removed emergency egress door in Tunnel. Added new emergency egress door to Tunnel. Relocated overhead door 13'-0" from entrance to inside tunnel. Added new exterior door to Indoor Vac Space. A102 — RCP changes to Office, reset ceiling grid and used two lights. Indoor Vac Room and Hall, removed drop ceiling and lights, added strip light. Electrical and Equipment Room, reset all lights in ceiling to allow for removed Vending and Matt Wash rooms. Car Wash Tunnel, added exit light to new location of exit door. A104 — North and West Exterior Elevations, Removed overhead doors from west elevation. A105—South and East Exterior Elevations, moved overhead door inside building on south elevation. Elongated windows to finished floor, removed original emergency egress door, and added new emergency egress door. A110 — Door and Window Schedule — updated window and door elevations. Updated door schedule. A112 — Vacuum Plan View and Elevation — created new sheet showing the addition of vacuum house. Added new layout for dumpster enclosure. S3 — Added foundation and wall to support relocation of overhead door. S5 — Modified wall section 3 for change to windows. Added wall section 7 for relocatied overhead door. S6—Added block lintel `Type D". ARCHITECT OF RECORD: C TRAVEL DISTANCE FROM POINT "B" TO THIS NEAREST EXIT = 62'-6" LIFE SAFETY PLAN A001 SCALE: 3/16"= 1'-0" l ZOM POINT 'B" 26„ CODE SUMMARY - B BUSINESS - 2015 VIRGINIA CONSTRUCTION CODE CONSTRUCTION TYPE: V-B OCCUPANCY: B OCCUPANT LOAD: BUSINESS AREAS:U OPERATIONS OFFICE 143 SF / 100 = 2 OFFICE 94 SF / 100 = 1 MEN'S RESTROOM 1 WOMEN'S RESTROOM 1 ACCESSORY STORAGE AREAS: UTILITY AND ELECT. 864 SF / 300 = 3 EQUIPMENT ROOM TOTAL: 8 SPRINKLER REQUIREMENTS (FBC 903.2.1.2) NOT REQUIRED, LESS THAN 100 OCCUPANTS LEGEND FE FIRE EXTINGUISHER b Q� EMERGENCY LIGHT W/ BATTERY BACKUP Qq EXIT/ EMERGENCY LIGHT COMBO W/ BATTERY BACKUP THOMAS E. MORGAN, JR. ARCHUECT 423 FISCIIER TRAIL ELLIJAY, GEORGIA 30540 mmm DESIGN GROUP 3450 Acworth Due West Road Building 100, Suite 120 Kennesaw, Georgia 30144 P.770-917-9172 F.770-917-9470 www.mrpdesign.com ISSUES/REVISIONS DATE I DESCW TION D1.27,211 REVIEW SET D2A5,211 PERMITSET DRAWN BY: oB CHWD BY: TM PROJECT TITLE: 2 >Q J U � Cn W U) I--- W I--- Q�O 0- J X 0� w Q >� U SHEET TITLE: LIFE SAFETY PLAN PROJECT NO: 19066 SHEET NUMBER: U,11% ARCHITECT OF RECORD: THOMAS E. MORGAN, JR. ARCHTI'ECT OFFICE SIDE 2' GWB (PAINT) ON 3 a" METAL STUDS @ 1'-4" O.C. 'GWB (PAINT) ON TOP OF STUDS @ 12'-0"AFF. 1 4' METAL BRACE TOP TRACK TO FURRING TRUSSES WITH DIAG. METAL CHANNELS @ 2'-0" STUD @ 2'-8" O.C. O.C. STAGGERED O WALL TYPES SCALE: 3/8" = 1'-0" O O NOTE: PVC WALL PANELS TO 4'-0" AFF ON RESTROOM SIDE 2' MR GWB (PAINT) ON 38' METAL STUDS @ 1'-4" O.C. PVC WALL PANELS TOP OF STUDS @ 12'-0" AFF. ATTACHED TO BRACE TOP TRACK TO CMU TRUSSES WITH DIAG. METAL STUD @ 2'-8" O.C. STAGGERED O O NOTE: PVC WALL PANELS TO 4-0" AFF ON RESTROOM SIDES s" MR GWB (PAINT) ON 6" METAL STUDS @ 1'-4" O.C. TOP OF STUDS @ 12'-0" AFF. BRACE TOP TRACK TO TRUSSES WITH DIAG. METAL STUD @ 2'-8" O.C. STAGGERED CMU PVC WALL PANELS EXPOSED CMU CMU ATTACHED TO WALLS, RAKE CMU TO 4'-0" AFF JOINTS SMOOTH IN RESTROOMS- PROVIDE PVC TRIM PIECES O O O F 423 FISCIIER TRAIL ELLIJAY. GEORGIA 30540 DESIGN GR€)UP 3450 Acworth Due West Road Building 100, Suite 120 Kennesaw, Georgia 30144 P.770-917-9172 F.770-917-9470 www.mrpdesign.com ISSUES/REVISIONS DATE DESCR1PrION J 1.27 .21 REVIEW SET D2A5,211 PERMITSET DRAWN BY: oB CHWD BY: TM PROJECT TITLE: N U) \� / >Q w J FLOOR PLAN Q j A101 SCALE: 3/16"= 1'-0" w U) w 0 ■ LEGEND x PVC WALL PANELS CMU WALL TO 14'-0"AFF W T< 2 ATTACHED TO CMU TO 10'-0" AFF CMU WALL TO 10'-0"AFF > U CMU WALL TO 22'-0" AFF SHEET TITLE: FLOOR PLAN AND WALL TYPES PROJECT NO: 19066 SHEET NUMBER: NOTE: REFER TO CIVIL PLANS DRAWINGS FOR CURBS, SIDEWALKS, PLANTER AREAS, ETC. A101 ARCHITECT OF RECORD: THOMAS E. MORGAN, JR. ARCHITECT 423 FISCIIER TRAIL ELLIJAY, GEORGIA 30540 3/4" PLYWOOD DECK ON 12'-0" �H OF 2x10 JOISTS @ 1'-4" O.C. 8" CMU WALLS ALUM FLAT CANOPY TO 14'-0" AFF \ G R. --------------------------- �� 7-7 - C t � II FFIC ELECTRICAL AND 100 ® ® ® ® EQUIPMENT ROOM ® ® ® I II-0 GI ACE 105 101 4'-0" r-- --- EXTRUTECH P1600 PVC CEILING PANELS ATTACHED TO BOTTOM OF TRI ISSES I CAR WASH TUNNEL I > 106 DESIGN GROUP TUNNEL I Q 3450 Acworth Due West Road Building 100, Suite 120 Kennesaw, Georgia 30144 CEILING PANELS ATTACHED ALUM FLAT CANOPY P. 770-917-9172 TO BOTTOM OF TRUSSES F.770-917-9470 www.mrpdesign.com 4'-0" L-- o ISSUES/REVISIONS (V O DATE DESCPJPrION L----------I L—--------I L----------J 01.27.21 REVIEWSU 8'-0" 8'-0" 6-0" 02.1 s.2I PERMIT SU 18'-0" J ALUM AWNING TYP. ALUM FLAT CANOPY REFLECTED CEILING PLAN A102 SCALE: 3/16"= 1'-0" N DRAWN BY: oB CHWD BY: TM PROJECT TITLE: 2 >Q �w U > U) CEILING ARCHITECT OF RECORD: THOMAS E. MORGAN, JR. ARCHTI'ECT 2 A108 T ' S I 26'-0" AFF T/ TOWER � I I I 14'-0"AFF L I T.O. MASO2NRY 1AFF T.O.O. WINDOWS LJ 3-4"AFF T.O. SILL 3 Q ------------------ i i BOTTOM OF l LOUVER @ 10'-8" -----------------I- --------------- 5 10'-0" AFF B.O. AWNING 0 AFF AWNING B.O.I" 8'-0" AFF M.O. SCONCE 12 9 3'-4" AFF T.O. SILL F.F.E. -- - - -- - - - - - 77 -0'-6"20 16'-0" 6'-0" F.F.E. 10 EXIT END - NORTH ELEVATION A104 SCALE: 3/16"= 1'-0" 1 F A107 E D C i I ! I I I 9/'-O" AFF 4 3 F.F.E. ■ LEGEND EEF-1: EIFS EXTERIOR FINISH, SAND PEBBLE FINISH AND SMOOTH TRIM BANDS COLOR: MATCH SHERWIN WILLIAMS SW7001 MARSHMALLOW BR-1: THIN BRICK VENEER, WHITE 2 GENERAL SHALE BRADFORD HALL OR EQUAL (770-313-9779 LORI COLVILLE, NORTH GEORGIA BRICK) STN-I: HORIZON STONE, MANUFACTURED VENEER MASONRY COLOR: SMOKY MOUNTAIN HANDCRAFTED STN-I: HORIZON STONE WATER TABLE SHAPE LEDGESTONE COLOR: SMOKY MOUNTAIN HANDCRAFTED MTL-I: PREFINISHED ALUMINUM COPING COLOR: BONE WHITE MTL-2: PREFINISHED ALUMINUM FLAT CANOPIES COLOR: BURNISHED SLATE MTL-3: PREFINISHED ALUMINUM SHADE AWNINGS, PAC CLAD 7.2 PANELS ATTACHED TO ALUM FRAME, COLOR: BURNISHED SLATE ALUM/GLASS: PREFINISHED ALUMINUM DOORS AND WINDOWS COLOR: DARK BRONZE ANODIZED, GLASS COLOR GRAY HOLLOW MTL PAINTED: METAL DOORS AND FRAMES COLOR: SHERWIN WILLIAMS SW6006 BLACK BEAN 10 CLOPAY METAL/GLASS OVERHEAD DOOR SERIES, MODEL 902/903 ALUM COLOR: DARK BRONZE; GLASS COLOR GRAY 11 COILING OVERHEAD DOOR ALUM COLOR: DARK BRONZE 12 LIGHT FIXTURE E] COLOR: DARK BRONZE 13 ALUM SCUPPERS AND DOWNSPOUTS COLOR: DARK BRONZE 104 SCALE: 3/16" = 1'-0" 423 FISCIIER TRAIL ELLIJAY, GEORGIA 30540 DESIGN GR€)UP I 3450 Acworth Due West Road Building 100, Suite 120 Kennesaw, Georgia 30144 P.770-917-9172 F.770-917-9470 www.mrpdesign.com ISSUES/REVISIONS 1 DATE DESCRIPTION O 1 .27.21 REVIEW SET A 106 02. 1 5.21 PERMIT SET i I ! I DRAWN BY: QB CHK'D BY: TM PROJECT TITLE: 2 >Q �w U � U) Cn Lu U) I--- W I--- Q�O 0- J X ry W Q >� U SHEET TITLE: NORTH AND WEST EXTERIOR ELEVATIONS PROJECT NO: 19066 SHEET NUMBER: ARCHITECT OF RECORD: THOMAS E. MORGAN, JR. ARCHTI'ECT 423 FISCIIER TRAIL ELLIJAY, GEORGIA 30540 2 A108 ■ LEGEND H?OP G' IEF-I: EIFS EXTERIOR FINISH, SAND PEBBLE FINISH AND SMOOTH TRIM BANDS COLOR: MATCH SHERWIN WILLIAMS SW7001 MARSHMALLOW R BR -I: THIN BRICK VENEER, WHITE G1 1 GENERAL SHALE BRADFORD HALL OR EQUAL STN-I: HORIZON STONE, MANUFACTURED VENEER MASONRY COLOR: SMOKY MOUNTAIN HANDCRAFTED C i 22'-0"AFF 22'-0"AFF 4 STN-I: HORIZON STONE WATER TABLE SHAPE LEDGESTONE COLOR: SMOKY MOUNTAIN HANDCRAFTED T.O. PARAPET T.O. PARAPET MTL-I: PREFINISHED ALUMINUM COPING COLOR: BONE WHITE MTL-2: PREFINISHED ALUMINUM FLAT CANOPIES COLOR: BURNISHED SLATE ❑ MTL-3: PREFINISHED ALUMINUM SHADE AWNINGS, PAC CLAD 7.2 14'-0"AFF PANELS ATTACHED TO ALUM FRAME, COLOR: BURNISHED SLATE T.O. MASONRY ALUM/GLASS: PREFINISHED ALUMINUM DOORS AND WINDOWS 12' G -8" AFF COLOR: DARK BRONZE ANODIZED, GLASS COLOR GRAY 9'FF B.O. AWNIN B.O. AWNING HOLLOW MTL PAINTED: METAL DOORS AND FRAMES 9'-4" AFF COLOR: SHERWIN WILLIAMS SW6006 BLACK BEAN T.O. WINDOW AFF CLOPAY METAL/GLASS OVERHEAD DOOR SERIES, MODEL 902/903 - - - 10 ALUM COLOR: DARK BRONZE; GLASS COLOR GRAY M.O. SCONCE mmm EXTRUTEC T&G 11 COILING OVERHEAD DOOR PLASTIC LINER. ALUM COLOR: DARK BRONZE DESIGN GR€3UP 3'-4.'AFF 3'-4"AFF 12 LIGHT FIXTURE T.O. SILL T.O. SILL COLOR: DARK BRONZE 3450 Acworth Due West Road 13 ALUM SCUPPERS AND DOWNSPOUTS Building 100, Suite 120 0'-0" COLOR: DARK BRONZE Kennesaw, Georgia 30144 -0'-6" AFF - - - - - - F.F.E. P. 770-917-9172 TUNNEL F.F. F. 770-917-9470 %12'-0" -0'-6" AFF www.mrpdesign.com 16'-U'BREEZEY ARAGE DOOR TUNNEL F.F. AY OPENINGENTRANCE END -EL A N A105 SCALE: 3/16" = 1'-0" ISSUES/REVISIONS 1 DATE DESCWTION O 1 .27.21 REVIEW SET A107 02.15.21 PERMIT= A106 A108 i 26' OT' AFF T.O. TOW ER 22'-0" AFF _ T.O. PARAPET I i i I DRAWN BY: 4B CHK'D BY: TM I 1 PROJECT TITLE: 18'-0" AFF T.O. PA i 140AFF '-" _ T.O. MASONRY '2'^ AFF AFF B.O$AWNING VJ B.O__ ING Q 9'-10" AFF \ \ i _ 10'-2"AFF > w T.O. WINDOW T.O. WINDOWS 8'-0"AFF J M.O. SCONCE J ENTRY I ExR U > 3'-4„ AFF 3'-4"AFF v) UJ T.O. SILL T.O. SILL U Uj 0'-6" AFF --------------- - - - - - LL TUNNEL F.F. L -0'-6" AFF •x S E I R T E TUNNEL F.F. w Q 2 - A105 SCALE: 3/16"= 1'-0" 3: U SHEET TITLE: SOUTH AND EAST EXTERIOR ELEVATIONS PROJECT NO: 19066 SHEET NUMBER: A105 ARCHITECT OF RECORD: THOMAS E. MORGAN, JR. ARCHITECT 28'-0" AFF 2x6 WOOD STUDS CLOSURE WITH 1-LAYER OF CEMENT BOARD EACH SIDE AND R-19 BATT INSULATION BETWEEN STUDS PRE-ENGINEERED WOOD 22'-0"AFF ROOF TRUSSES T/ STUDS ROOF SLO 18'-0" AFF 1 /4" : 1'-0" T/ STUDS\ < 14'-0" AFF 3/4" PLYWOOD DECK I 1HEXPOSED STRUC ON 2x10 JOISTS IN ELEC. ROOM (BEYOND) MODIFIED POLYMERv MORTAR BED NAI WOMEN'S RESTROOM 3-� ENLARGED PLAN DETAIL 108 SCALE: 1 1 /2" = 1'-0" T/ CMU 3_4" 3 HINGED ATTIC ACCESS W/ v LATCH II II CI) =i 71 i i 7 i i i SH U L i 423 FISCIIER TRAIL ELLIJAY. GEORGIA 30540 28'-0" AFF ROOFING MEMBRANE ON 3" POLYISO INSULATION AND MOISTURE BARRIER ON ROOF DECK -- 22'-0" AFF PREFIN ALUM COPING, COLOR: WHITE ______ 0 1%0"AFF T/ STUDS SIMPSON A35 EA. SIDE (TYP) PT 2x8 W/ 1 /2" A.B. ----@ 40" O.C. (TYP) 14'-0"AFF T/ CMU PVC CEILING AND WALL PANELS EQUAL TO EXTRUTECH P1600 PREFIN ALUM WINDOW FRAME AND INSUL GLAZING DESIGN GR€)UP 0'-0" F.F.E. 3450 Acworth Due West Road Building 100, Suite 120 Kennesaw, Georgia 30144 P.770-917-9172 F.770-917-9470 www.mrpdesign.com GWB AND METAL STUDS PARTITION TO BUILDING SECTION 12'-0" AFF, BRACE TO STRUCTURE A108 SCALE: 3/16'' = 1'-0'' ISSUES/REVISIONS DATE DESCRIPTION 01 .27.21 REVIEW SET 02.15.21 PERMIT SU T T C D E IF 22'-8" 25'-4" 25'-8" 24'-0" 1 1 1 ROOFING MEMBRANE ON 3" 1 POLYISO INSULATION AND 28' T AFF 1 1 1 MOISTURE BARRIER ON T/ STUDS DRAWN BY: oB ROOF DECK C K'D BY: TM PRE-ENGINEERED WOOD - ROOF TRUSSES SIMPSON A35 EA. SIDE (TYP) PROJECT TITLE: 22'-0"AFF 22'-0'AFF 22'-0" AFF T/ MASONRY DRAINAGE -BACKED EIFS N TOWER ATTIC PT 2x8 W/ 1 /2" A.B. ON FLUID APPLIED 4 \ @ 40" O.C. (TYP) 2 3/4"T&G PLYWOOD DECK MOISTURE BARRIER ON EXTERIOR GRADE �0 ON TJI JOISTS AT 16" O.C. '^ - - - V J SHEATHING - - _ _ - 14'-0"AFF T/ CMU w N O N J U / PVC CEILING AND WALL` PANELS EQUAL TO Vf^) W AV EXTRUTECH P1600 o vJ W F___ Q. O X W Q OT/0 6---------- ------ - - --- --- ---- - ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------ TUNNELSLAB III II I II II II III -III -III -III -III II II II III -III -III II III II II III -III -III -III -III -III -III -III -III -III -III -III -III -III III II III -III -III -III II III III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III II III III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III III II -III-II V =11=III-1 I I-1 I I=1 I I- 2 BUILDING SECTION SHEET TITLE: A108 SCALE: 3/16'= 1'-0" BUILDING SECTIONS PROJECT NO: 19066 SHEET NUMBER: EGtiEN ARCHITECT OF RECORD: F.F.E. 9'-4" W1 QTY: 1 WINDOW TYPES A110 SCALE: 1/4"= F-0" EXTERIOR DOORS 4 M W2 QTY: 2 6'4- 3'-4" 3,_2„ 3,_2„ zo (V 7 13-2" 6'-T 6'-7" O FO O O O O O DOOR SILL @ 6" BELOW FINISH FLOOR ELEVATION 6'-8" 3 4' 3'-4" O O 6'-8" 3'-7" 3'-1" O O i � O O O ii. W3 DOOR SILL @ 6" DOOR SILL @ 6" BELOW FINISH BELOW FINISH QTY:1 FLOOR QTY:6 FLOOR QTY:1 QTY:1 ELEVATION ELEVATION INTERIOR DOORS 3-4 OINDICATES TEMPERED GLAZING CITY. QUATITY ■ NOTES 1. ALUM. FRAMING SYSTEM: 4 1/2" EXTRUDED ALUMINUM FRAMES DARK BRONZE ANODIZED FINISH 2. MANUFACTURER: "KAWNEER" OR EQUAL 3. PREFINISHED ALUMINUM 4. GLAZING: VISIBLE LIGHT TRANSMITTANCE: 47% VLR REFLECTANCE: 8% SHGC: 0.24 WINTER U-VALUE: 0.28 0'-0" PPG SOLARBAN 70, OPTIGRAY + CLEAR GLASS SYSTEM F.F.E. OR EQUAL. DIMENSIONS SHOWN ARE ROUGH OPENINGS, ELEVATIONS ARE VIEWED FROM OUTSIDE. 12'-0" 16'-0° Co2O O3 O O5 10 11 8) O6 QTY: 2 QTY: 1 QTY: 1 QTY: 1 QTY: 1 QTY: 2 QTY: 1 QTY: 1 2 DOOR TYPES A108 SCALE: 1/4''= 1'-0'' v DOOR SCHEDULE DOOR # TYPE DOOR HARDWARE FRAME NOTES: DOOR # WIDTH HEIGHT MATERIAL FINISH MAT FINISH 01 ALUMINUM STOREFRONT DOOR 3-0" 7'-0" ALUM/GL ANOD KAWNEER 1686 CONCEALED ROD EXIT DEVICE WITH EXT. LEVER TRIM HANDLE ALUM ANOD W/ CLOSER, THRESHOLD, WEATHER STRIPPING 01 02 EXTERIOR METAL INSULATED DOOR 3- 10" 7'-0" HM PAINT LEVER HANDELED PRIVACY LOCK HM PAINT PAINT TO MATCH WALLS W/ CLOSER, THRESHOLD, WEATHER STRIPPING 02 03 EXTERIOR METAL INSULATED DOOR 3-0" 7'-0" HM PAINT LEVER HANDELED PRIVACY LOCK HM PAINT PAINT TO MATCH WALLS W/ CLOSER, THRESHOLD, WEATHER STRIPPING 03 04 EXTERIOR METAL INSULATED DOOR 3-0" 7'-0" HM PAINT LEVER HANDELED PRIVACY LOCK HM PAINT PAINT TO MATCH WALLS W/ CLOSER, THRESHOLD, WEATHER STRIPPING 04 05 PAIR OF FLUSH HOLLOW METAL DOORS PR 3-0" 7'-0" HM PAINT SURFACE VERTICAL ROD EXIT DEVICE ON ACTIVE LEAF HM PAINT PAINT TO MATCH WALLS 05 06 SECTIONAL OVERHEAD DOOR 14'-0" 12'-0" ALUM/GL ANOD MANUAL OVERHEAD DOOR IN TRACK - MAINTAIN CLEARANCES FOR WASH EQUIPMENT MTL PAINT DARK BRONZE ALUM W/ GRAY GLASS 06 07 ALUMINUM STOREFRONT DOOR 3'-0" 7-0" ALUM/GL ANOD KAWNEER 1686 CONCEALED ROD EXIT DEVICE WITH EXT. LEVER TRIM HANDLE ALUM ANOD W/ CLOSER, THRESHOLD, WEATHER STRIPPING 07 08 COILING OVERHEAD DOOR 12'-0" 12'-0" ALUM ALUM MANUAL OVERHEAD DOOR ROLLING SERVICE DOOR MTL PAINT DARK BRONZE ALUM 08 09 ALUMINUM STOREFRONT DOOR 3'-0" 7'-0" ALUM/GL ANOD KAWNEER 1686 CONCEALED ROD EXIT DEVICE WITH EXT. LEVER TRIM HANDLE ALUM ANOD W/ CLOSER, THRESHOLD, WEATHER STRIPPING 09 10 HOLLOW METAL DOOR 3-0" 7'-0" HM PAINT LEVER HANDELED PASSAGE LOCK HM PAINT PAINT TO MATCH WALLS 10 11 FRP CORROSION RESISTANT DOOR 3-0" 7-0" FRP FRP LEVER HANDELED PASSAGE LOCK W/ CLOSER, THRESHOLD & WEATHER STRIPPING FRP FRP FRP COLOR: DARK BRONZE, SEE DETAIL C/A 1 10 11 GYP. BE SEALAN H.M. FIR DOOR A. HEAD GYP. BD SEALANI H.M. FRI DOOR GYP. BD. SEALANT WALL TYPE AS SCHEDULE GYP. BD. SEALANT JAMB ANCHORS AS REQUIRED NEW 8" CMU CONSTRUCTION PAINTED CMU SEALANT A. HEAD NEW 8" CI CONSTRUC PAINTED C SEALANT FRP FRAM PAINTED C SEALANT ANCHORS A. HEAD THOMAS E. MORGAN, M ARCHITECT 423 FISCHER TRAIL ELLIJAY, GEORGIA 30540 DESIGN GROUP 1 3450 Acworth Due West Road Building 100, Suite 120 Kennesaw, Georgia 30144 P.770-917-9172 F.770-917-9470 www.mrpdesign.com 1ISSUES/REVISIONS DATE I DESCRIPTION 01.27.211 REVIEW SET 02A5,21IPERMITSET DRAWN BY: oB CHWD BY: TM PROJECT TITLE: SHEET TITLE: B. JAMB B. JAMB B. JAMB DOOR AND WINDOW DETAILS HM WRAP AROUND FRAME HM GROUTED FRAME-CMU FRP FRAME DOOR & FRAME DETAIL (B� DOOR & FRAME DETAIL DOOR & FRAME DETAIL A110 1 1/2" - 1'-0" A110 1 1/2" - 1-0 A110 A110 1 1/2" = 1'-0" PROJECT NO: 19066 SHEET NUMBER: A110 ARCHITECT OF RECORD: THOMAS E. MORGAN, JR. ARCHITECT 12'-8" AFF 12'68" AFF 423 FISCBER TRAIL ELLIJAY, GEORGIA 30540 2 T*' Y�O� - - - - A 1 12 BRICK VENEER TO BRICK VENEER TO MATCH BUILDING MATCH BUILDING `.\ (TYP) (TYP) tt•-a•• 3.� q'•AFF ALL_ -- - -- -- 3.� gILL _ - -- - / -------T---L--- i o,_o, E. 2 EAST & WEST SIDE ELEVATION 3 NORTH & SOUTH SIDE ELEVATION I I I I 11 SCALE: 1/4"= 1'-0" 11 SCALE: 1/4"=1'-0" t I I I VACUUM I I I I 1 I I 2 eo n I I I I 1 I I I� 5 12'-8"AFF 12'-8"AFF _I T _-----____-- _____ A112 SHINGLE ROOF I I I PT 2X8 W / 1 /2" A.B. @ 40" O.C. P.T. PLATE W/ A.B. INTO BOND BEAM . . METAL FLASHING COREFILL INSULATION METAL FLASHING COREFILL INSULATION ©©� AND EIFS DRAINAGE TRACK _ IN HOLLOW CELLS (EXTERIOR WALLS) AND EIFS DRAINAGE TRACK EXPOSE I WALLS IN IN HOLLOW CELLS (EXTERIOR WALLS) DESIGN G R €) U P , EXPOSED CMU L--------1--- ----J FLUID APPLIED WALLS IN VACUUM ROOM, THIN BRICK VENEER VACUUM ROOM, FLUID APPLIED THIN BRICK VENEER 3450 Acworth Due West Road MOISTURE BARRIER / MODIFIED MOISTURE BARRIER MODIFIED Building 100, Suite 120 g Al 12 MEMBRANE ON CMU, TYPICAL ' VACUUM / PO POLYMER MORTAR BED MEMBRANE ON CMU, TYPICAL vncuuM PO POLYMER MORTAR BED Kennesaw, Georgia g�a 30144 3'-4"AFF q ' ROOM 3'-4"AFF ROOM P. 770-917-9172 4 ----- ---------- - `. ----- ---------- F.770-917-9470 ADHERED MASONRY �`� HOLLOW METAL ADHERED MASONRY www.mrpdesign.com VENEER ON INSULATED DOORS VENEER ON MODIFIED POLYMER \ \ AND HOLLOW MODIFIED POLYMER VAC ENCLOSURE MOR------ TAR BED METAL FRAME MORTAR BED ASCALE: 1/4"=1'-0" 11 _ _ _ _ _ _ - - T '� �`-�`-�""'�—III — — =III— =III— =III—III=III—III=III—III III—III=III= =III=III= = =III=III—III III— III —III �tN� P III —III III —III III III I —III—III=III—III= —III ISSUES/REVISIONS � —III—III=III—III—III—= III= DATE DESCRIPTION 01 .27.21 REVIEW SET —III—III— —III=III III —III —III— —III—III— 02.15.21 PERMIT SET VACUUM BUILDING SECTION SCALE:1/4"=1'-0" a VACUUM BUILDING SECTION 112 SCALE: 1/4"=1'-0" DRAWN BY: oB STEEL/WOOD GATES, CF K'D BY: TM PRECAST CONCRETE PROJECT TITLE: WITH SLOPED TOP PRECAST CONCRETE WITH SLOPED TOP BRICK VENEER TO MATCH BUILDING 9 (TYP) A l 12 BRICK VENEER TO (n HANDRAIL MATCH BUILDING > (TYP)Uj 1 16'-0 - - J_ Q GATES, TS DETAIL 3/S500REFER TO DETAIL 3/5500 U / 17) A112 I U)f^ w 4 m DUMPSTER 6 GATE ELEVATION 7 SOUTH SIDE ELEVATION V ) A 1 12 1 12 SCALE: 1 /4" = 1'-0" 1 1 SCALE: 1 /4" = 1'-0" w 0 0- J UP t UJ Q 60m -,:1- U PRECAST CONCRETE PRECAST CONCRETE WITH SLOPED TOP 1-01 34" '-0' 10'-0•• WITH SLOPED TOP NATURAL FINISH EXPOSED CMU WALLS IN DUMPSTER INCLOSURE SHEET TITLE: ANDRAIL HANDRAIL DUMPSTER 6 6 11 SCALE: 1 /4" = 1'-0" BOLLA BOLLARD A 1 12 VACUUM PLANVIEW #5 @ 12" O.C. & ELEVATION E.W. T. Y #5 TYP. Y PROJECT NO: 19066 COMP. FILL COMP. FILL 1 t" SHEET NUMBER: �81 DUMPSTER SECTION 9 DUMPSTER SECTION 112 SCALE: 1/4"=1'-0" 11 SCALE: 1/4"=1'-0" Al12 ARCHITECT OF RECORD: THOMAS E. MORGAN, JR. ARCHITECT O Q C nD nE \ ' / - - 3' 4" 12'-U' - \ 1 T 0" / 12'-0" / 12' / 12'-0" 12'-0" / 12'-0" / 12' 0" / 12' 0" 125'-4" 74" 25'-4" 22'-8" 25'-4" 21'4' 26'-0" 74" q 2'-8" 8'-0" 4'-0" 6'-8" 2'-8'o „ I.3'-4" 10'-0" 3'-4" 5'-4" 2'-8" 8'-0" 4'-0" 8'-01, 2'-8" 5'-4" 10'-0" 6'-0" 4'-4" 3-6- 10'-0" 8'-0" o. } ----------- ------------- -- - - - - - - - - - - - - - - -- ----- -----------r Z-- °° ------- - - - - - - - f I I I -----Z—L ---------------- I 4' CONC. SLAB OVER 6 6 MIL VAPOR BARRIER OVER T/FTG. EL. -1'-4" 98% COMPACTED SOIL. S6 I -------------------------Z-L-----------��-----------------------� r N = O T/FTG. EL. -1'-4" I 1 I I I W.W.F. 6x6-D8xD8 PLACE F.o. 6 q I I I 24'-0" I I SLAB REINF. 2" BELOW TOP S6 I 4,_8„ I I SS CONTROL OR CONST. I 13 OFSLAB. I �4 I L__J I JOINT @ 12'-0" O.C. TYP. I SEE DETAIL 5/S6. i I I I I 3" I 3'-4 I I T/FTG. EL -2'-0" I I I I I 0-0I � ---- �_4�� 3�_4�, '_4' 0'-0"01-0 J nn � nn -I- ----o -L-- --- - --------------------J------------------ ----------------------- ----- " -----------I- OD -L = W I I I - 4 6 N I S5 I I r----------- - r ---o o'6" 1) --------------------I----------- --- ------------------ L_ I I I T FTG. EL. -2'-0" 0'-6" i N I IlI I 7 2 -'6' , CONC. SLAB OVER 6 I L J (-) 0'_6„ I 1 I r�i I I I I S6 MIL VAPOR BARRIER OVER 5 i 22'-8" I - I I L--- SS 98%COMPACTED SOIL. SS i w W.W.F. 6x6-D8xD8 PLACE I I 4 I I I I d SLAB REINF. 2" BELOW TOP I d I I I I S5 OF SLAB. i SS I q I I 4 �0 I NO I I CAR WASH TRENCH, TUNNEL CENTERLINE I O I N N I I SEE SONNY'S I I I I ENTERPRISES DWGS. i I I I Sb I I I I O — I I () 0'-6" b I I T TG. EL. -2'-0" , N 4 1) 0'-6" _ 4 T F _ / TG. EL. -2-0 0 () 0,_6„ 4 - 4 NI---- ---- --------CO ----------- —� �—------------------------------------------------- J _ L------- I a --------- ' - -- - - - ------O - - - - - ----------- --- -- --- L- -- ------- -- --- ------ ----- ------- CO-- - J ------ ------- -- -- ------ - a - 12" CMU AT BUM UTS I 1 " CMU AT BUMP O S 12"CMU AT BUMP OUT 12" CMU AT BUMP OUTS 5'-8" 12'-0" 5'-8" 2'-8.1 6'-8" 4'-8" 6'-8" 2'-8" 2'-8" 6'-8" 34' 6'-8" 3,_4" 6'-K. 2'-8" 3'-4" 6'-8" 2' 8" 6'-8" 3'-4" 4'-8" 9'-4" 3'-4" 3'-4" 3'-4" 23'-4" 11 23'-4" 32'-0" 22'-8" 24'-0" 11� BUILDING FOUNDATION & FLOOR PLAN N. SCALE: 3/16" = 1'-0" ■ LEGEND CMU WALL TO 14'-0"AFF CMU WALL TO 10'-0"AFF CMU WALL TO22'-0"AFF 423 FISCIIER TRAIL ELLIJAY- GEORGIA 30540 7,`!4'/zozl CG arlo �0PIle, V4 c DAVID WHITE D 53314 �nsGjsnlii�1NA,AJtL,Q�,, vv vkv mmm DESIGN GROUP 3450 Acworth Due West Road D Building 100, Suite 120 Kennesaw, Georgia 30144 P.770-917-9172 F.770-917-9470 www.mrpdesign.com D ISSUES/REVISIONS DATE X5ORIPTION J L2Z21 REVIEW SET DRAWN BY: QB CHK'D BY: TM PROJECT TITLE: SHEET TITLE: BUILDING FOUNDATION AND FLOOR PLAN PROJECT NO: SHEET NUMBER: S3 ARCHITECT OF RECORD: THOMAS E. MORGAN, JR. ARCHITECT 1A1 nB l�-1 nD lEl lrl 27-8" 22'-8" 25'-4" L 25'-8" 24'-0" �I I I WALL @ LINE 1 SS SCALE: 1 /8" = 12" -k 24'-0" k 4 WALL @ LINE A S5 SCALE: 1 /8" = 12" K-7--� WALL BETWEEN LINE A & B S5 SCALE: 1 /8" = 12" 423 FISCHER TRAIL ELLIJAY- GEORGIA 30540 ell !r /06ej c.harA �i0,l1g vA NI'TH OP o ll4Vild WHITE /� 53314 x 7U mmm DESIGN GROUP 3450 Acworth Due West Road Building 100, Suite 120 Kennesaw, Georgia 30144 P.770-917-9172 F.770-917-9470 www.mrpdesign.com ISSUES/REVISIONS DATE DE5GR1P110N J L2Z21 REVIEW 5ET I DRAWN BY: qe CHK'D BY: TM PROJECT TITLE: 2 WALL @ LINE 2 j S5 SCALE: 1 /8" = 12" s WALL @LINE E S5 SCALE: 1 /8" = 12" Q _ r/� LLJ 2 3) C' J E 4L.`24'-0" 21'-8" 12'-8" 28'-0" EL. 28'-0" v) w W ly- O p U �NN u O u X L.f. W Q 9 V sv \ U 3 ss 3 WALL @ LINE 1 SS SCALE: 1 /8" = 12" ■ LEGEND 6 WALL @ LINE F SS SCALE: 1 /8" = 12" EL. -1'-4" T.O.FTG SHEET TITLE: WALL ELEVATIONS PROJECT NO: 19066 SHEET NUMBER: S5 ARCHITECT OF RECORD: BOND BEAM AT T/ WALL AND AT 1n- N' AI AV \A// NI MC (` KITIKII I 1 IC #5 W/IN 16"OF ENING, EXTEND )NTAL BARS 24" PAST OPENING 2 #5 2 #5 IF EDGE OF OPENING 1 #5 TYP. 43 SMOOTH DOWEL, GREASED OR W/ PLASTIC SLEEVE CAULKING W/ BACKER ROD NOTES: 1. PROVIDE DISCONTINUITY IN JOINT REINFORCEMENT 2" FROM EITHER JOINT. 2. DO NOT INTERRUP EDGE BARS AND BOND BEAM REINFORCEMENT. TYPE "A" TYP. U.N.O. 2 #,g M @ 32" O TYPE "B" 2t TO BC #5 32" TYPE "C" SEE WALL ELEVATIONS FOR TYPE DESIGNATION #5 (24"+24")@ 32" O.C. (7) #5 AS SHOWN U.N.O. ON PLAN REINFORCEMENT UNLESS NOTED OTHERWISE. MATCH VERT. 5" EMBED W/ HILTI GROUT CELLS CONTAINING REBARS REINF. EPDXY HIT C-120 2 BLOCK WALL CONTROL JOINT 3 BLOCKWALL LINTEL BLOCK WALL REINFORCEMENT S6 SCALE: V 12" S6 SCALE: V = 12" S6 SCALE: 1 /2" = 12" SLAB EXTENDS INTO #5 DOWELS W/ FORM BLOCK. (TYP) STD HOOK #5 DOWELS W/ #5 DOWELS W/ -COORD W/ WALL STD HOOK STD HOOK REINFORCEMENT, -COORD W/ WALL -COORD W/ WALL REINFORCEMENT, $" BLOCK WALL LAP 40" MIN. REINFORCEMENT, LAP 40"MIN. W/ #5 @ 24" O.C. TYP. LAP 40"MIN. OFFICE SLAB AW CUT SLAB g x T/4 PREFORMED PREFORMED JOINT FILLER JOINT FILLER PROVIDE PREMOLDED JOINT FILLER EL. 0'-0" ISCONTINUE SLAB REINF a ^. WASH TUNNEL AT JOINT LOCATION a... °.;° . ; .. a . EL -0'-6" — III —I el III-1 III III °. -III— -III—III O EL:-1 4, CONTROL JOINT w m AT DEEP FOUNDATION, PROVIDE 4" BLOCK FOR °9 N (4) #5 SLAB TURNDOWN BEARING —DISCONTINUESLABEINF #5 @ 24" O.C. EL: -2'-0" EL: -2'-0" 2'-6" TYP. CONSTRUCTION JOINT #5 @ 2,V O.C. (4) #5 #5 @ 24" s SLAB JOINT 6 WALL FOOTING WALL FOOTING 8 S6 SCALE: 1"= 12" S6 SCALE: 1" = 12" S6 SCALE: 1" = 12'' S6 #5 (24 ALTER BLOCKWALL INTERSECTION SCALE: V = 12" WALL FOOTING SCALE: V = 12'' THOMAS E. MORGAN, JR. ARCHITECT 423 FISCHER TRAIL ELLIJAY, GEORGIA 30540 c,G,arZv ®�1�dI,LTH op°!\ a �® "'ID WHITE 53314 ,� 4V= DESIGN GROUP 3450 Acworth Due West Road Building 100, Suite 120 Kennesaw, Georgia 30144 P.770-917-9172 F.770-917-9470 www.mrpdesign.com I55UE5/REVI5ION5 DATE DE5011P110N J1.2Z21 UVIEWSET DRAWN BY: QP CFiK'D BY: TM PROJECT TITLE: 2 Q �w U > U) Cn W U W �O 0- J X ry W Q U SHEET TITLE: BUILDING & CANOPY DETAILS PROJECT NO: 19066 5HEET NUMBER: S6